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Home My WebLink AboutAPPROVED Cook-Engineering Docs 1-4CA CERT. #30782FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980www.flengineeringllc.comREVISION 2:REVISION 1:DESIGN DATE:SCALE: NTSCONTRACTOR:PROJECT ADDRESS:DATE DATE This item has been electronically signed and sealed by Craig E. Gunderson, P.E. on date below using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.DRAWN BY:SHEET:01DRAWING INDEXSHEET NO.S/01S/02S/03PLAN/ ELEVATIONSGENERAL NOTESHOLLOW SECTIONS2 x 2: 2"x2"x0.044"2 x 3: 2"x3"x0.050"2 x 4: 2"x4"x0.050"2 x 5: 2"x5"x0.050"OPEN BACK SECTIONS1 x 2: 1"x2"x0.044"1 x 3: 1"x3"x0.045"SNAP SECTIONS2 x 2 SNAP: 2"x2"x0.045"2 x 3 SNAP: 2"x3"x0.050"2 x 4 SNAP: 2"x4"x0.045"SELF MATING (SMB)2 x 4 SMB: 2"x4"x0.044"x0.100"2 x 5 SMB: 2"x5"x0.050"x0.100"2 x 6 SMB: 2"x6"x0.050"x0.120"2 x 7 SMB: 2"x7"x0.057"x0.120"2 x 8 SMB: 2"x8"x0.072"x0.124"2 x 9 SMB: 2"x9"x0.082"x0.124"ALUMINUM MEMBERS DIMENSIONS2 x 10 SMB: 2"x10"x0.092"x0.398"DETAIL ADETAILSDESIGN CRITERIA:APPLICABLE CODES, REGULATIONS & STANDARDSWIND LOADSFOUNDATION DESIGNFOOTING SIZE EXISTING CONCRETE SLAB. NO ADDITIONAL FOOTINGOR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSEDCONSTRUCTION IF A MINIMUM 4" CONCRETE SLAB IS PROVIDED INSOUND CONDITION, FREE FROM STRUCTURAL CRACKING, SPALLING& OTHER DETERIORATION. EXISTING FOUNDATION/FOOTING UNDER CONCRETE SLAB MINIMUM 8"x8" W/ (1) #5 BAR TO BE VERIFIED BY CONTRACTOR. SEE TYPICAL FOOTING DETAILS FOR NEW FOOTING DESIGN MINIMUM REQUIREMENTS.1. FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS OR BETTER, INSTALLED TO MFG. SPECIFICATIONS) 2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS, FASTENERS AND SCREENS TO MANUFACTURING SPECIFICATIONS.3. WHERE WOOD DECK IS PRESENT USE 1/4" X 3-1/2" GALV. LAG SCREWS IN LIEU OF MASONRY ANCHORS. UNLESS OTHERWISE SPECIFIED.4. 1"X2" NON STRUCTURAL MEMBERS ATTACHED TO HOST A. FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED 1/4" X 2-3/4" TAPCONS OR EQUAL AT 24" O.C. AND 6" FROM ENDS B. FOR WOOD APPLICATION USE #14 X 2-3/4" WOOD SCREW AT 24" O.C. AND 6" FROM ENDS. C. FOR ALUMINUM APPLICATION USE #10 X 1-1/2" SMS OR TEK SCREW AT 24" O.C. AND 6" FROM ENDS D. WHERE 1"X2" INSTALLED THROUGHOUT AN "OPEN VIEW" SPACING SHALL BE REDUCED TO 18" O.C. AND 6" FROM ENDSRESPONSIBILITIESMISCELLANEOUSFASTENER SPECIFICATIONS150C1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE 1604.5: RISK CATEGORY 1.2. BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE 1609.3.1 EQUIVALENT BASIC WIND SPEED: MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3:3. WIND LOADS PER FBC TABLE 2002.4 (MWFRS) VULT = 150 MPH & EXPOSURE = C FOR 20 X 20 X 0.013" MESH SCREEN HORIZONTAL PRESSURES ON WINDWARD SURFACES = HORIZONTAL PRESSURES ON LEEWARD SURFACES = VERTICAL PRESSURES ON SCREEN SURFACES = VERTICAL PRESSURES ON SOLID SURFACES = FOR 18 X 14 X 0.013" MESH SCREEN, APPLIED FACTOR = FOR ALLOWABLE STRESS DESIGN, APPLIED FACTOR =43 PSF34 PSF12 PSF36 PSF.88.61. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING CODES, LOCAL ORDANANCES, AND THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES.2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION, THE CONTRACTOR SHALL VERIFY AND ENSURE INSTALLATION HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH THE ATTACHED DETAILS.3. FOR "PICTURE WINDOW" MODIFICATION TO EXISTING SCREEN ENCLOSURES, ALL OTHER "EXISTING SCREEN ENCLOSURE" FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED IN THESE DETAILS. CONTRACTOR IS TO VERIFY & ASSURE EXISTING SCREEN ENCLOSURE IS STRUCTURALLY SOUND.4. CONTRACTOR TO PROVIDE NOA'S & INSTALL ALL MATERIALS AS PER MANUFACTURER'S SPECIFICATIONS.5. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED STRUCTURE.1. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC R4501.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS.2. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME. IF THE EXISTING STRUCTURE IS ONE OF THESE, A SEPARATE 4TH WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME.RENDERING IS NOT TO SCALE & IS JUST A GENERALIZED DEPICTION OF THE TYPE OF STRUCTURE PROPOSEDPROPOSED SCREEN ROOMSEE FOUNDATION DESIGN SHEET-011. THE 2020 FLORIDA BUILDING CODE, SPECIFICALLY CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CH. 23 WOOD.2. AA ASM 35 & SPECIFICATIONS FOR ALUMINUM STRUCTURES, PART 1-A OF THE ALUMINUM DESIGN MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, INC. WASHINGTON D.C. 2005 ED.3. ASCE 7-16 & SE174. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.5. ACI318 CONCRETE REFERENCE MANUAL.COOK 608 RAMIE LN PORT ST LUCIE FLPROJECT NO. 2107453 STRH SCREEN LLC03/18/2021DETAILSS/04 3" X .024" X 1LBCOMPOSITE PANELS3003‐H1541/4"‐1' SLOPE (MIN.)(FL.# 7561.1‐R5)25% O/H OF LAST PANEL WIDTH ALONG SIDES, TYP.36" (MAX.) O/H AT FRONT17'‐0"10'‐0"7'‐0"HOST 30" O/H STRUCT. GUTTER17'‐0"7'‐9"3X3X.1253X3X.1253X2 PB1X23X3 POST10'‐0"3X2 PB3X3 POST1X22X210'‐0"7'‐9"3X3 POST1X22X21X21'‐0"4'‐0"8'‐0"3X3X.1251X22X31X2CA CERT. #30782FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980www.flengineeringllc.comDESIGN DATE:SCALE: NTSCONTRACTOR:PROJECT ADDRESS:RH SCREEN LLCCOOK 608 RAMIE LN PORT ST LUCIE FL03/18/2021PROJECT NO. 2107453 REVISION 2:REVISION 1: DATE STDRAWN BY:This item has been electronically signed and sealed by Craig E. Gunderson, P.E. on date below using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.DATE SHEET:02ALUMINUM SPECIFICATIONS1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS OTHERWISE NOTED.2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH #12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER. #10 SCREW 6" FROM ENDS & 12" CENTER TO CENETER.3. ROOF BRACING SHALL BE A MINIMUM 2"X2"X.050".4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS (KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024 INCHES.5. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN WIND SPEEDS EXCEED 75 MPH PER FBC.6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS APPROVED BY FLORIDA ENGINEERING LLC.7. 1"X2" & 1"X3" NON STRUCTURAL MEMBERS MAY BE USED INTERCHANGEABLY.8. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN THE FIELD.2X8SMB CA CERT. #30782FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980www.flengineeringllc.comREVISION 2:REVISION 1:DESIGN DATE:SCALE: NTSCONTRACTOR:PROJECT ADDRESS:RH SCREEN LLCCOOK 608 RAMIE LN PORT ST LUCIE FL03/18/2021This item has been electronically signed and sealed by Craig E. Gunderson, P.E. on date below using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.PROJECT NO. 2107453 DATE DATE STDRAWN BY:03SHEET:EDGE BEAM PER PLANOPTION #2ALUMINUM INTERNAL OR EXTERNALRECEIVING CHANNEL w/(4) #10x.75"INTO COLUMN & (2) #14x.75"INTO EDGE BEAM (*0.062 ANGLECLIPS MAYBE USED)OPTION #1FASTEN TOP OF HEADER TO INTERSECTINGMEMBER w/ (4) #10 SMS (INTERNAL) 2" MIN.INTO SCREW BOSS OF INTERSECTING MEMBERCOL. PER PLANCOL. PER PLAN2X3/ 2X4 COL. TO 2X3/ 2X4 EDGE BEAM CONNECTION SCALE: N.T.S.ALUMINUM INTERNAL OR EXTERNALRECEIVING CHANNEL w/(4) #10x.75"INTO GIRT OR PURLIN & (2) #14x.75"INTO BEAM OR UPRIGHT 0.062 ANGLECLIPS MAYBE USEDUPRIGHT, BEAM-SNAP,SELF MATING, OR HOLLOWPURLINMEMBER(4) #10x1-1/2" SMS INTOSCREW BOSSESDETAIL "C" - GIRT OR PURLIN TO BEAMOR POST DETAIL SCALE: NTSROOF PER PLAN3" X 2" X .050" MIN.(SEE PLAN)#14x4" S.M.S. w/ 1-1/4" Ø FENDER WASHERAND NEO-PRENE GASKET @ 12" O.C.#12 X 9/16" W/ 5/8" NEO-WASHER (3) PER PAN FOR PANSROOF PANEL TO CARRIER BEAM CONNECTION SCALE: N.T.S.COVER END OF PANEL(4) #10x2" SMS INTOSCREW BOSSESALUMINUM INTERNAL OR EXTERNALRECEIVING CHANNEL w/(4) #10x.75"INTO GIRT OR PURLIN & (2) #14x.75"INTO BEAM OR UPRIGHT 0.062 ANGLECLIPS MAYBE USEDCHAIR RAIL PER PLAN*ANGLE REQUIRED ONE SIDE ONLYAT CORNER AND DOOR OPENINGSPRIMARY UPRIGHT PER PLANSIDE WALL UPRIGHT PER PLAN1/4" DIA. TAPCON 6" FROM ENDS24" O.C. MAX 1‐1/4" EMBEDMENT INTO UNDERLYING CONC.SEE UPRIGHT TO DECKCONNECTION DETAIL2"X2"X1/8" ANGLE CUT TO FIT W/ (3) #12x.75" EACH LEG EACH SIDE OF UPRIGHT TYP.(2) #10x2" SMS INTOSCREW BOSSES ORCLIPS MAY BE USEDHOST WALL#14x4" S.M.S. w/ 1‐1/4" Ø FENDER WASHERAND NEO‐PRENE GASKET @ 12" O.C.#14x4" S.M.S. w/ 1‐1/4" Ø FENDER WASHERAND NEO‐PRENE GASKET @ 24" O.C.FOR NON‐LOAD BEARING WALLSFOUNDATION PER PLANSCREEN ROOM END WALL DETAIL SCALE: N.T.S.2"X2"X1/8" ANGLE CUT TO FIT w/#12x.75" @ 1" SPACING MAX.(4) PER LEG (MIN.) EACH SIDE TYP.ALTERNATELY CLIPS MAYBE USEDWHERE KICK PLATE IS INDICATEDFASTEN W/ #10 X 9/16" SMS6" FROM CORNERS 18" IN FIELDOR FASTEN W/ #8 X 9/16" SMS2" FROM CORNERS 8" IN FIELD(2) #14 WOOD SCREWS @ 1"SPACING @ EACH GUTTER BRACKET& (1) @ 18" O.C. MAX.MIN. EMBEDMENT SHALL BE 2"(2) #12 SMS1"x5"x3" WIDTH EXTRUDED GUTTER BRACKET(THICKNESS OF LEG @ WOOD SCREW SHALL BE0.125" MIN., LONG LEG SHALL BE 0.072" MIN.)@ 24" O.C. w/(2) #12x3/4" SMS @ 1" SPACINGINTO GUTTER LIPEXISTING HOST STRUCTURE(DESIGNED BY OTHERS)2"x6" NOMINAL STRUCTURALFASCIA MIN.FOR COMPOSITE PANELS:(2) #12 X 9/16"SMSTHROUGH RECEIVING CHANNEL @ 12" O.C.ROOF PANEL ATTACHMENT - STRUC. GUTTERDETAIL SCALE: N.T.S.EXTRUDED OR BRAKE-FORMED ROOF HEADEROR RECEIVING CHANNEL (0.044" MIN. THICKNESS)WITH MIN. 1-1/2" BEARING LEG.#12x1/2" S.M.S. W/ INTEGRAL 3/4"ØWASHER AND NEOPRENE GASKET@ 12" O.C., TOP & BOTTOMEXISTING HOST STRUCTURE(DESIGNED BY OTHERS)(2) #14 WOOD SCREWS @ 1"SPACING @ EACH GUTTER BRACKET& (1) @ 18" O.C. MAX.MIN. EMBEDMENT SHALL BE 2"2"x6" NOMINAL STRUCTURALFASCIA MIN.(2) #12 SMS1"x5"x3" WIDTH EXTRUDED GUTTER BRACKET(THICKNESS OF LEG @ WOOD SCREW SHALL BE0.125" MIN., LONG LEG SHALL BE 0.072" MIN.)@ 24" O.C. w/(2) #12x3/4" SMS @ 1" SPACINGINTO GUTTER LIPROOF PANEL ATTACHMENT - STRUC. GUTTER #2DETAIL SCALE: N.T.S.ROOF PER PLAN#14x4" S.M.S. w/ 1-1/4" Ø FENDER WASHERAND NEO-PRENE GASKET @ 12" O.C.1/4" DIA. LAGS 6" FROM ENDS24" O.C. MAX 1‐1/4" EMBEDMENT INTO UNDERLYING CONC.6"SIDE VIEWFRONT VIEW1/8"x2"x2"x ANGLE5032 H-32 ANGLE1"x2" O.B. BASE PLATE-TYP.SELF-MATING ORSNAP SECTION TYP.(2) - #12 SMS1"x2" BASE PLATE ANCHOREDTO WOOD w/ 1/4" LAG SCREW 6" MAX EACH SIDE OF POST AND24" O.C. MAX.(2) 1/4" X 3" LAGS @ 1x2 BASE (2) 3/8" X 4" @ WOOD DECK (BEYOND)1/4" X 3" LAGS 3/8" X 4" LAGS(2) - #12 SMS INTO COLUMNANGLE - EACH SIDE COL.STRUCTURAL WOOD DECK FRAMINGSTRUCTURAL WOOD DECK FRAMINGDETAIL "B" - 2"x4" OR LARGER SELF MATINGUPRIGHT TO WOOD DECK DETAILS SCALE: NTS2-1/4" MIN. ANCHOR EMBEDMENT THROUGHSECONDARY ANGLEINTO STRUCTURAL WOOD FRAMING1-1/4" MIN. ANCHOR EMBEDMENT2" MIN. INCREASE DISTANCEWHEN GREATER THAN 2x4UPRIGHT IS USED SEE TABLE CA CERT. #30782FLORIDA ENGINEERING LLC4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980www.flengineeringllc.comREVISION 2:REVISION 1:DESIGN DATE:SCALE: NTSCONTRACTOR:PROJECT ADDRESS:RH SCREEN LLCCOOK 608 RAMIE LN PORT ST LUCIE FLThis item has been electronically signed and sealed by Craig E. Gunderson, P.E. on date below using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.PROJECT NO. 2107453 03/18/2021DATE DATE STDRAWN BY:SHEET:04POSTROOF PER PLANPOST TO CARRIER BEAM CONNECTION SCALE: N.T.S.#14x4" S.M.S. w/ 1-1/4" Ø FENDER WASHERAND NEO-PRENE GASKET @ 12" O.C.#12 X 9/16" W/ 5/8" NEO-WASHER (3) PER PAN FOR PANSCOVER END OF PANELCARRIER BEAM(SEE PAGE-2FOR SIZE)*OPTIONALEXTRUDED GUTTER IS ATTACHED TO 3" INSULATED ROOF W/#12x1" 6" FROM ENDS 24" O.C.(2) 3/8" DIA. MACHINEBOLTS THRU CARRIER BEAM & POSTBEAM TO POST CONNECTION OPTION #2 SCALE: N.T.S.POST POSTCARRIER BEAM(SEE PAGE-2FOR SIZE)CARRIER BEAM(SEE PAGE-2FOR SIZE)(2) 3/8" DIA. MACHINEBOLTS THRU CARRIER BEAM & POST(2) 3/8" DIA. MACHINEBOLTS THRU CARRIER BEAM & POSTPER PLANBEAM PER PLAN(2X7SMB ILLUSTRATED)2"X2"X.125" ANGLE W/#14x3/4" THRU ANGLE LEG INTO BEAM EA. SIDE TYP.SEE TABLE FOR QUANTITY2"X2"X.125" ANGLE W/ (3) 1/4" X 2-1/4" TAPCONS @ 2" o.c.THRU ANGLE LEG INTO HOST WALL2"X2"X.125" ANGLE W/ (3) 1/4" X 2-1/4" TAPCONS @ 2" o.c.THRU ANGLE LEG INTO HOST WALL(4) #12 - (2) #16(5) #12 - (3) #16(5) #12 - (3) #16(6) #14 - (4) #16(7) #14 - (4) #16(8) #14 - (5) #16(9) #14 - (6) #16(2) 1/4" TAPCON(2) 1/4" TAPCON(3) 1/4" TAPCON(3) 1/4" TAPCON(4) 1/4" TAPCON(4) 1/4" TAPCON(5) 1/4" TAPCON2X102X92X82X72X62X52X4BEAM SIZEQUANTITY/ SIZEPER LEG TO BEAMQUANTITY ANCHORPER LEG TO WALLBEAM TO WALL w/ 1/8" ANGLE TABLEFASTENER NOTES:MAINTAIN 1/2" SEPARATION BETWEEN FASTENERS.MAINTAIN 3/8" MIN, FASTENER SEPARATION FROM EDGE.FASTENERS MAY BE STAGGERED TO ENSURE PROPER QUANTITY PERMITTED (PATTERN MAY APPEAR DIFFERENTFROM ILUSTRATION)HOST STRUCTURE WALLBEAM TO HOST WALL CONNECTIONSCALE: N.T.S.TOP VIEWSIDE VIEW2"X2"X.125" ANGLE W/#14x3/4" THRU ANGLE LEG INTO BEAM EA. SIDE TYP.SEE TABLE FOR QUANTITYBEAM TO POST CONNECTION OPTION #1 SCALE: N.T.S.FRONT VIEWTOP VIEW1/8"x2"x3"(LENGTH) ANGLE(INTERNAL)3"x3" POST PER PLANMAY USE (3) #14x1" TEKIN LIEU OF THRUBOLTSFRONT VIEW3"x3"x0.125 ANGLE3"x3" POST(SEE PAGE-2FOR SIZE)MAY USE (3) #14x1" TEKIN LIEU OF THRUBOLTSTOP VIEW3"x3" POST CONNECTION DETAIL(INTERNAL BASE) SCALE: N.T.S.3"x3" POST CONNECTION DETAIL SCALE: NTSSTRUCTURAL WOOD FRAMINGSTRUCTURAL WOOD FRAMING(4) 1/4"x3-1/4" GALV. LAG SCREWS THRU BOTTOM LEG OF ANGLE INTO STRUCTURALWOOD FRAMING BENEATH(4) 1/4"x3-1/4" GALV. LAG SCREWS THRU BOTTOM LEG OF ANGLE INTO STRUCTURALWOOD FRAMING BENEATH(4) 1/4"x3-1/4" GALV. LAG SCREWS (4) 1/4"x3-1/4" GALV. LAG SCREWS 2" FROM EDGE2" FROM EDGE2" FROM EDGE(2) 3/8" DIA. MACHINEBOLTS w/ WASHERS(2) 3/8" DIA. MACHINEBOLTS w/ WASHERS(2) 3/8" DIA. MACHINEBOLTS w/ WASHERS(2) 3/8" DIA. MACHINEBOLTS w/ WASHERS